TY - JOUR
T1 - Numerical shake prediction for earthquake early warning incorporating heterogeneous attenuation structure
T2 - The case of the 2016 kumamoto earthquake
AU - Ogiso, Masashi
AU - Hoshiba, Mitsuyuki
AU - Shito, Azusa
AU - Matsumoto, Satoshi
N1 - Funding Information:
The authors used seismic waveforms of Hi-net, K-NET, and KiK-net operated by the National Research Institute for Earth Science and Disaster Resilience, as well as waveforms from Kyushu University, Kyoto University,and the Japan Meteorological Agency (JMA). They thank the staff of these institutions. Digital traces of active faults plotted in Figure 3 are those compiled by the Headquarters for Earthquake Research Promotion in the Ministry of Education, Culture, Sports, Science and Technology, Japan. They used the Generic Mapping Tools (GMT, Wessel et al., 2013) for making figures and especially the GMT “surface” command to make Figure 3. Comments from three anonymous reviewers were greatly appreciated and improved the article. This study was financially supported by the Joint Usage/Research Center program of the Earthquake Research Institute of the University of Tokyo, and by the Grants-in-Aid for Scientific Research from the Japan Society for the Promotion of Science (JSPS KAKENHI) Grant Numbers JP25282114, JP17H02064, and JP18K13622.
Publisher Copyright:
© 2018, Seismological Society of America. All rights reserved.
PY - 2018/12
Y1 - 2018/12
N2 - Schemes for predicting seismic ground motion, including real-time prediction (earthquake early warning [EEW]), ideally should incorporate the effects of the source, path, and site amplification terms. In this study, we incorporated the path term into the numerical shake prediction scheme, a promising approach to EEW, in an effort to predict future ground motions with a heterogeneous attenuation structure. We characterized the heterogeneous attenuation structure of southwestern Japan using multiple lapse time window analysis, then incorporated that attenuation structure in a simulation of ground-motion prediction for the largest earthquake (Mw 7.0) of the 2016 Kumamoto earthquake sequence. The heterogeneous attenuation structure led to improvements over a homogeneous structure: the root mean square residuals of the predicted seismic intensities were 12% lower for predictions 10 s ahead and 15% lower for predictions 20 s ahead, suggesting that the benefit of using a heterogeneous attenuation structure is greater for longer lead times. Our results show that details of the attenuation structure should be considered to lengthen the lead time of ground-motion predictions by the numerical shake prediction scheme.
AB - Schemes for predicting seismic ground motion, including real-time prediction (earthquake early warning [EEW]), ideally should incorporate the effects of the source, path, and site amplification terms. In this study, we incorporated the path term into the numerical shake prediction scheme, a promising approach to EEW, in an effort to predict future ground motions with a heterogeneous attenuation structure. We characterized the heterogeneous attenuation structure of southwestern Japan using multiple lapse time window analysis, then incorporated that attenuation structure in a simulation of ground-motion prediction for the largest earthquake (Mw 7.0) of the 2016 Kumamoto earthquake sequence. The heterogeneous attenuation structure led to improvements over a homogeneous structure: the root mean square residuals of the predicted seismic intensities were 12% lower for predictions 10 s ahead and 15% lower for predictions 20 s ahead, suggesting that the benefit of using a heterogeneous attenuation structure is greater for longer lead times. Our results show that details of the attenuation structure should be considered to lengthen the lead time of ground-motion predictions by the numerical shake prediction scheme.
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U2 - 10.1785/0120180063
DO - 10.1785/0120180063
M3 - Article
AN - SCOPUS:85058776027
SN - 0037-1106
VL - 108
SP - 3457
EP - 3468
JO - Bulletin of the Seismological Society of America
JF - Bulletin of the Seismological Society of America
IS - 6
ER -